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Home My WebLink AboutWWP2703685.57' 1 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINTS) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 'A' I 'B' I 'C' I v 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN, 6" MIN. 42" MIN. 30" I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MOPTAP ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS S PROHIBITED. 7, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11, IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STANDARD SANITARY MANHOLE_ NITS 3 J I N PROPERTY LINE N Z 3'-0" V) o FUTURE 6" BUILDING SEWER PIPE M BUILDING SEWER o w \ �' Z `2"x 4" STUD MARKING POST PAINTED TEE WITH 6" SIDE OUTLET J �6"X6"X6" WYE WHITE WITH THE WORD "SEWER" STENCILED 'D > SURFACE CLEANOUT WITH CAST IRON RING &COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE w WRAPPED AROUND THE STUD AND a- (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. pa 2975 OR APPROVED EQUAL, v SPECIFY "SEWER" ON LID, SEE STD. PLAN 403.1 FOR j 6" SIDE: SEWER AND BUILDING SEWER INSTALLATION) 3 n ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH c A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). p0 B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH O A NEW TEE USING FLEXIBLE COUPLINGS N (FERNCO OR APPROVED EQUAL). N 0 C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. p D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR 0 APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE j STRUCTURE SHALL BE CORE -DRILLED. N 0 0 60" ALLOWABLE MAX. i FOR CAST IRON PIPE OR DUCTILE IRON PIPE. w 1: 3: 5 MIX CONCRETE P>r / PNGpG��N z BLOCKINGUJI CO 2% MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN SEWER MAIN N 2 CL Ln d d CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER INSTALLATION TD. (SEWER MAIN TO PROPERTY LINE) MANHOLE FRAME AND COVER PER DRAWING 401. ADJUSTMEN SEE NOTE 1 MORTAR JC SEE NOTE NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SANITARY MANHOLE SHALLOW N TS B❑LTH❑LES - 3 PLCS EQUALLY SPACED 120` APART ON 23 1/16' (586r1M) DTA B.C. (SEE DETAIL) COVER & FRAME PLAN VIEW 1 25' DIA.___ _ C635mml 1' 3/4° F E25mml 119MMI 8 3/4" 2 1/2' --- - E222mml [64MM] TYP COVER SECTION VIEW 26 1/2' DIA C673mml 25 1/4' DIA 1641mm] 1 1/16' 1/4' (6mm) DIA [27mm] NEOPRENE GASKET 6' E15' mm] 5/8' 23 3/8' DIA CL OPEN E16mml [594mm] 27 5/16' DIA _ E694mml 34 1/8' DIA_.-- COVER BOTTOM VIEW 3) BLT S❑C,(ALLEN HEAD) 5/8"-11 X L5 SS \ RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16" C6r1M7 ~ [27r ml i 1/8' E3mm] 1/8, ER3mml, GASKET GROOVE DETAIL E867mm] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). sTD. MANHOLE FRAME AND COVER LENGTH W 0 50 cy-, 100 150 � 200 Q 250 0 300 Z 350 00 400 450 LENGTH W 0 d- 0 50 Of 100 w 150 Q 200 0 250 z 300 350 400 450 ' LENGTH(F W a_ 0 a- 50 w 100 Lij 150 < Q 200 0 250 z 300 N 350 400 450 LENGTH W 0 o_ 50 100 W w 150 < Q 200 0 250 z 300 Ln 350 400 450 �� •• •i i• • '•• NMI 1111IM111 :i •• ®i ®i •• ' • 11111�1 •ii •:• :•' ::• :•• :" : • :i: :i• 1111�- :: :• ••: ::' :.: :'i : : i • :•: :•' •• :: 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 1 400 450 500 0 80 160 236 316 396 476 556 632 680 680 220 300 380 456 536 616 696 768 760 752 744 440 520 600 1 676 756 1 836 840 828 812 804 792 660 740 820 896 932 908 888 868 856 840 832 880 960 1028 992 964 940 920 900 888 872 860 1100 1084 1044 1012 988 964 944 928 912 900 888 1132 1092 1056 1028 1004 984 964 948 932 920 908 1132 1096 1068 1040 1 1016 996 980 964 948 936 924 1132 1100 1076 11052 11028 1008 992 1 976 964 952 940 1132 1104 1080 11056 11036 11020 11004 1 988 976 964 952 TIME (SECONDS) 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 316 396 476 556 632 712 832 816 804 804 792 632 712 792 872 952 984 952 928 908 888 876 952 1028 1108 1132 1088 1052 1020 992 972 952 936 1268 1284 1224 1176 1132 1100 1068 1044 1020 1000 984 1360 1300 1248 1204 1164 1132 1104 1080 1056 1036 1020 1360 1308 1264 1224 1192 1160 1132 1108 1088 1068 1052 1360 1316 1276 1240 1208 1180 1156 1132 1112 1096 1076 1360 1320 1284 1252 1224 1200 1176 1152 1132 1116 1100 1360 1324 1292 1264 1236 1212 1192 1168 1152 1132 1116 TIME (SECONDS) 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 496 576 652 732 812 892 972 948 924 900 884 988 1068 1148 1228 1248 1192 1144 1104 1072 1044 1020 1484 1564 1484 1408 1344 1292 1248 1208 1172 1144 1116 1700 1608 1532 1464 1408 1360 1316 1280 1248 1216 1192 1700 1624 1560 1504 1452 1408 1368 1332 1304 1272 1248 1700 1636 1580 1532 1484 1444 1408 1376 1344 1316 1292 1700 1644 1596 1552 1512 1472 1440 1408 1380 1352 1328 1700 1652 1608 1568 1532 11548 1496 1 1464 1436 11408 1384 1360 1700 1656 1616 1580 1516 11484 1460 1432 1408 1388 TIME (SECONDS) PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALLOW 2 MINUTES FOR STABILIZATION, ADDING AIR AS REQUIRED TO STABILIZE THE PRESSURE AT 4.0 P.S.I.G. ALL SEWER PIPE SHALL MEET A MINIMUM AIR PRESSURE TEST OF 4.0 P.S.I.G, FOR 5 MINUTES WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. AIR TEST TABLE (LOW PRESSURE) FOR SANITARY SEWERS N TS S=368505 s 'WALi6 pF WAS�I Z-7� rco 38087 4 �GISTF, sIONAL E� N TS �011 N TS SURVEYED: SCALE: DATE: VERTICAL: NAVD SOUTH 132ND STREET DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 3/1, �- CITY TY 0 EJW/SMA SEWER EXTENSION PROJECT PELOBOOK: antec DRAWN RENTON SMA DRAWING N0: ONE INCH DATUM 11130 NE 33rd Place Bellevue WA 98004 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. CITY OF RENTON STD. DETAILS IF NOT ONE INCH phone: (425) 869-9448 www.stantec.com N0. REVISION BY DATE LAPPR APPROVED: SCALE ACCORDINGLY SHEET: 5 OF: o z z = C - � W z m z m m 0 D 0 I o 0 z m 0 z z m 0 D I D 'n O no 0 n� q Sw